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8200 SW HUNZIKER ROAD-4 "'1..�'��`1�I ,1 rp A�/DI D Il tfl�{zf`� 'E1�lG Jor 1 16 —2 X 10 �;r. -, :* I AV. mm1rgRtiJ�It� AAt* Mh1m&wmfull I 1 S1f a -;'Artem To "'M"' 1901 i^IT xom �-0— �' OM t - - � ,0r _ . -- _ .._ IE ►r�ir>o+►f, N ;gL�I10R ^or;! r►t1y� � WIC;' q�•O � � 4101 _ � . ��'�-'�' � - - ' YJE 0412RACt'CP S&kLL *'8 I 111 1Mz3� 1mintX "' f'%f,4AS?Ii.TION AIf11 C40 tflMLL5 4 NOW ONI0 PRAi+IZI't1(N. >t••-. ora+�D�J:bctJSA � Thr JWING S AND IMT-4971RIC ^0WOrrIons I I I Jilt 00"l14'1tUmna ro.vAiLe, 6RALL EP IWIm"I>!"'16x.Y ltep�kt p TO "m I I ( R"Roc m=R Pil^lrk R�:Wcitv+�I sear r. k I K x � �j c 3. TSE r�^R�r~-.>p ItIALL P.± ! I X I I RESPOW,DLE ?(Y; �=S"S"AA�-UJir -'11x i I + &Dzoh= SA NtJ OG, SRACIMG, -IPA, { I �'d1��Y A10 Sta'}1nQR't'lll &RILL 1E usin mnT INSURE PRC3�B '*lmoMJIY .4.Itt1C.t11V,I• A + ( 1`Ia1tORITY DIMING ALL PPIAP10 aF ' ' 1 I �-rMIwIT>ttt3C•Prt>h1. I ( I JAF ""1`111140 LOADS., ACTWilL r , ` LIVZ LnADP - RCio*t 25 PSP SNOW j IIIIMKIC !vq. UW 4� 2, 00 wnm - 1992 OW w?1110 SMI) \ 00 IIP11, T"mo�v R � 1. AU A"*tIC—MAL S_'?n S19ALL AE ----" �(,� _/ I 1 I 'FARRI C xTE 7 ARD E Rflp WZ I L'n11 8ty1NC7r W'.",, fft VCXLQWf"r: � RVICATInlill. him o,� -2x ID PJM �' .lDI�>T( I 1 t •) I A. AIS - !'t:.I-ICx'�';f1M1 FOR / I y , \ z"Mom STRJC'TORAL STEEL Il FM aUIL -IMCB.' �. Ut'DI.A y'(tatl�NC�!-' I a. +tats - coos VOR w1mor"a TH *L !�IM J0i6-T ; BUILDING C."PTRU�:"F.0* ;Rt.l , h I � • " L1 I I LATI3RT 1Cf12TIfIM. i - 2 ) 2xq W/( 1) ?t°` B I 2. Mr"'ER�At.s el, LT C� C.O�, OR I �` jt 9 Glf�'�5 '°' '_n i [ i S'!'R1CTtIIRAT 'L4T14RAPBKR,41AR3JND �i 4. OF. tX01;r -TO l�112 -O `yam ; aoL r, rm�� Am WA.3mc m ». �I 2K J, I 1`I • �T( ) G 3/ _ I it ASTM A-107 ,i� 7 r / --- _ I�O_� 2 'I !�I '7 "� t 3. ALL WrLDING 91;AU NE MM DY ,rR.XPSR:EYf'*t; A9tD PRF-Or7ALITIE1t WELDERS !N ACCOQt)ANrE WI'�"fl A1iS v. ALla. 'art LVq k rot]II-D%�t'*at3TO n 7 \ , 1. AL'. M�'LpR APr 9tib.T>$r:'T T'0 co, X10 �M� •r"STit+G AS AI.L was AY 71,T LL R1. 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RnOF ING .9 HALL f;nNR I4T Or A 00 3-PLY ROOFING 1 Y ll"."yFl TO MATCH "r / OVER 2-4-1 PLYttMM _:!1 15 \JV (•2'), k .c ; ,r� 2xI✓Srlric k ,,ACS t"�OL1'� ✓ ­elt" P swr..A,HING. tROCWIVG ArV SHEIk", 19: / '�Ly; I I,t _ - -- -- - P ')D i�"tuJ�liu� � �f� G f�L.• ATT�� To �2� F-� �/ , ( ) ARE "SOT 140" r* TWVSr :,PA9vINr;p. ) -r � ��co� v✓ 2 f-'e4A Vr,, F.)(I 'T ' METAL Tn M14'.rCY3 ►'XImTIrG INC1•► Q1401M 2. 5I1313IG RRALL Rt rnRp,nGAMVV �X(o G�XWP. tJ � _ - _ i --- �[� nM TrtYSE tlft AIN+.9) . IFS $ i �---i �?'v n� 6i�T tv'vrgily - -- _-._, � -- � t--------� a - - � �' �X Q�" 3. >000vzlla CC D164CEAVINC T'41LL 19c -''7 ►tPL1ED .I1t xCCONDJ1f�CE �I"'!1 �HQWN P�� I I I_..._.__ �. tin yYs Ja RM ITS �■ (_ " of wrATxEft ,TG" At1Ti.hltlr. � C Mac �� . 1 `s!►VW&L�. 1iCiV�►I lei--. i� �. 'G t! ,� ✓I t at)NA1. +:KAG�. no date by revisions St�fiOJOMSW & o&11 inn. x I consulting engineers 1 portland,oregon ' I project NW WESTERN, F G,"�'�.A �-- AND SYSTEM R(k) MC��,► • I I e �w -- — — --_�—__ dwg title .__-- �- PIAN , -SE�TI(Jf� –-_–_ ■�� --ter....` � !. I I r'rJVLC) __-_. .._....,,._,,.. _..._ designed date; {A/J�` !• Alox i�,.._ 1 CITY OF TIGARD OR CONSTRUCTION ' SECTION - SECTION A P E N O. � � - �r3evn date P�'Q .1.�1T ( � � SITE ADDRESS W' � �'� _ •l.� O s'J -('' ®Y � approved date - _TITLE l r !Q�' r' ----,--.--.DATE /Q �/ project no drawing no �.1 C'f INC VORTLA OAfQON 977M - nn � '-' a � I ..�•� - ti. _ I�'iu�..•..�..... _ �w�.,.-.xwwrrYaA�Yo' .,.+ III III III III III III III I ( III III III III III III III III IIIIIII IIIIIII III! III III IIIIIII III III IIIII I III I141 I I�I (II ' IJI III II,)! I I III III IIIIIII III III IIIII I -� •.M �"" w NOTE: IF THIS MICROFILMED I 11 I I I �I I 111 ' 1111E I �` I I I (� I I I +)I I I I r I I V► I I .l f (1 L l� ------ --- -w -- I ✓ 1 1 DRAWING � ��_ NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _-T — THE QUALITY OF THE ORIGINAL E Z Z LZ Z 9Z Z Z Z TZ Z 8�I [ LT 8�T 't T lC T I1 1C 8 Ig L 9 9 DRAWING. - I IIII �I�iliiillllllliilllllllllllllllllllilillllllililllllilllllllllll�llllllllll(1111 I i III '��I►II! II1I � III�II I III�IIIIIIIII�IIIIt� �tlNl Illlllf 1.111I�1111 Illl�ll�,��l11 ri IIIIIIIIII IIIIIIIII (IIIIIII! Illlllll,llilllllu IIII�IIII IIII�IiII Illllllli IIII�IIiI IIII�IIiI IIII�IIII Illllilll JUNE 1 . 11 990 � 9 .:, Jam. �rnr...■ ■.■. t - w• 10 - UP I I ` �" I kgs x X 1 x P5 '44 '. %�`� I s • • �y fi 1 ✓ �Jl�f i I•" t / I, I i Q_ ,� �- -�+, X 12 •i�"1 °J I \ TF 1 aI / Ip (I) 3� sG ,9, t i /� n X I GJ�Z � (�C.�Y I� ISI�•���QI`�� K-.-r .4 x I s. Mx1IT Got, i -(2i f� " x I�Q,u) ` t�`:tt;t - �/� Ul�lo�� 7'Q; 41 �T� } �` " 0T-1 101 tor.- t�r1� 6ONNi, SIM - 1 PIPE BRACT-_ CONNETION _ CONNECTON �, i7 -��C COIGN �. I�-AXSiI�� ) b _. .�_._. �. .-I _ C / tl11-011 �r ' ON - AX '_= X c2� )A {3 x 7 q�x ............... rt 4 k-V�_"X 10 Ia OIC 12" /n � _ - - ✓4 X 711 v i'=2 1 y I - : .. •� ALT � (1) /8� x � � �- �' % Env 4yr \X/ ter_(y 9 X 21 L W LAM ll fir- �_ {'i,2'�'I D.G•i.7u►.r( :�111k) 1 �. �_.QL`f�WD ���'lY. '. !�`� -(,�'f� I TT to 7 =y armdl ; ql II t - - _- _-- —- _ _ W___ + Ua!/Ca) '4 fal \ 00I y4 Ia 'k lt7''u( (�)'�'II X 6flx1 } 74 -TJ 1 IIII.. IIII.. : IIII.. f I IIII.. �I + + ..... , + IMF ,V l2 Alk mom. to X1' x `x Imo: .t ' ♦� -- i i v�l 'C27ALTS _ ,� _ ._• G," f•I _ I w<7 _ �-�+M. tb t��`:-fA�I..G CICIO i;I L _ _ - �a ��✓�" a _ _ __ -- -• 1�- j ✓Ian �`` a^c.x 7. ,-r_ w��l � � '�D K'7�z� 'fHRU GOI.• Axl�r CONNECTivi . 17 AX 5XX SIM. ) _ CQI SEC �1 '�i - t 6 -A At, s l A— r-4 j 411— ,-2x12 f i�1K 4►uT, ��2 cl.�ONNECTION 6- �r --�"�` -�--- no date r�v�sions -':i,• '.z%d�F_ 1��_li��,�; ._w .. ioMsm Seton, & odell im -- -2 :._ _ ._ ♦ =� - consulting engineers _. --? _ ♦ t__ ___ -- _ _ po:tlond,Oregon project � (- � GL. �( o"� � t�N 11ESTC��N R),,JNDP\ ' � 7� I SAND SSS RO00 MOD.- 1 dwg title ISI ilt ! DETAILS ii` designed date Wks x ci" I 55c3J . i� y' yawn Ic l a pprovea ate ___--__---�- �i x.-11 f �-"'--•l�. _ i ��f�, �.+ ------.. q project no CONNECTION 17 -A ( E 15 A S M.) �,�,� ,��.� ,�`"rpt F, E�,;;/ drawing no ---- / S -4 r ,C F. INC PnftYIAND Ol FOON 9?M �"�'�•"�''-'•�•�'�••' 1 IIII.. _a....w�.�r �, �. ..�. .. .�,Zji �" ;,•�Il (.�- IIII.a.- 'r'• IIII. :., ,.n,; +, .. .. � ... ,- IIII. �,Y�t::,,�,.�.j.,. t�� {�ae,�#�cq K - ...�r�� .°�,'�N':'f� �y E`.�"r .r+s, i'_ 1 f _�...-IIII-.,...�•� ,: �"��• .t a --•�1i..+���6111�"�ile.. .,. ,e��or II III fIf III IIf III I I IIII ' II IIf I I fIf fIf III fIf III IIIIIII II ' fIIIIII III I I IIf III III III III III III i I Il � i � f � flll � Iflfl�I � if�JLJIf f flllflffllllllf IIfIfIf flllf I NOTE: IF THIS MICROFILMED I 11 I I I I I I I I 14 ( 15 I I I ( I ,J. I lb 11 ! 12 DRAWING IS LESS CLEAR THAN LT -- ----�- ---- - 1� -�. -- I I I THIS NOTICE, IT IS WE TO _ _ _ _ _ THE QIJAL.TY OF THE ORIGINAL g Z L LZ Z 4Z Z z tL Z I$t^ L LT -- t- t --- t -- iT I - >< I t 6 B L i s ► TE z t „ 1�11 DRAWING. s — __ II IIIIIIIIII , IIII IIIIIItIIIIIIIiI IIIJiIIi IIIII JUNE , . 1 y 1990 +. rx a AL NOW ,— w 1 /` � • - __ - __••_ ..--._w__rr.._... _.a...ti.-_..._-_..-..._-._.-.._r rw.r. n.nr--rw_.w� M.�._•.win•• •._w-.Ir•w •._+-.-y_._r'ww.w•.._..•.i.�.y�...•. • • i Jr-f�.�MOOI•! /M�� � t i ; ,x, • r -of' W-4 A.;�` 116 fLrb VAL of y:z-1 t - Md.VA Ale if,-5,P lip j ,v � s 4e!P s i --A ► I tLq ` ,_ - ... __ . _ � 1 ._..•:.._._.._ _. ..,. .�.,._ _..=..,.......a...-__...1 T� ✓, BLlic.� NCS-•; � APPROVEO \ i i l , f rl r � ` 4 , , I i t Oli CON STP; UCTION C i`p'Y OF 7`.►CARD r-3y ATC Fl Y TITLE Fn- PLA N i BUIL DIN r-i A0131 7' 1 (! N.5 h 1N E S TERN FOUN Dj;, Y (v� M ON S ctv ELL 4r-07 l YU�� h1 ' A I N.S WCR rH PC) T LA N 0 L.��;F to O 1J 40 vp Kt ITA TE. ._ I y ~�� ,:�. �,-,. � •` C4N'�U�_7 �Nr: PS7'gs.I�l ,.. r•��AI/tp•'�•Ca —4 t4l • .�..__..,....._... +r- .s....-_......•+_.rw-arr.._a.._n•_w..w�- YryY�Y MnM.•••_....•..+•_.__rl.�.� Off ,YZ. 1 r I�IllIs 1 Ijll 'II? II► NOTE: It= THIS MICROFILMED I ' DRAWING I'; LES..�' CLEAR THAN -- -- ------_---- ---- -•- L--- ----�-- --- -- - THIS NOTICE, IT IS DUE TO _ 42 THE QUALITY OF TAE ORIGINAL r --�--- — -- -- — _ _-- --- - -- - - �.. - - - -- -FlIll -- - — — — -- DRaMIIIG. I £ AI, Z Z �iZ iZ i ?; Z ti,� Z61i t �8 8 L 9 �li����ii�iliiii iii?Itili iii�lilii ii�iliiil��iiil�!ii �Illlliii ii�iliiiilii�iliiii Il�il� �? ?liilllll„� ���.0 II??il?I?�Illilllll liillll?� a I ��►��I?t71?�?II II Ii a ► i�iiliiii����ilii�, illllllll ?IIID??I �?IIII?,�►lily,lilillililiiiiilliilllllllll?ii ??Ilill f J U N EN 2 5 1 �� 9 0 r;E�.�AI. aucrr� + I 4-O- Cf 1 . Foundations are to rest on fill or original soil at elevation abftl or at elOV'sti.on, of emistinZ footing. Soil praisure 1510 P3F Maximi ra. os, 2., Contractor to verily and check ail conditions at the joLsite. i 3. Design loads roof 25 Y'3P, Granas pe:' ar<fglr. wind 15 1PSF seismic '0 ✓`„ Zon,s 2 iytl UBC stresses used thr.,ugw _A; _ �� : y. All fo�u�ciation concrete to be :�X�l> psi at 28 days with S aaoke or �K cmeent par yard minimum. Floors to be 3UUd poi with 51 sacks miniMma. I 5, lllxirrg plrrcinp,, amd curing of ooncrete to ne per Wl speciflcationrl 6. All reinforclNl stool to be ASIV A-615 grude 40, dertillad fab-- 0' ricated and placed per ACI Manual 31545 and CWI a f �M All reinforcing to be 2" clear of forms and 3" clear ofearth. I s I hj 7. All ramiseel.laneous steel to be A-36 steel fabric$tejd to AISC s ifications. All weldors to he AS certified within the past year. A. All 1, urinated merrrbers tc be f*Q600 psi, Ladust.rial appearalwe S4S _ _._.._ _ . ._ __ ._._._..._._..._. . _._.-_. ._,_._..�______.......--...�_. __..�.._.._._.�__..,...�_ -- - ..�..___. _ ,a�.�•---� V��--_ k; . L�.a..��.��.�`�`.�\4L�;.. � ��-- ♦ `•� � � l� `� __ _ --� �' s tod. I coat of ssaZar on all hoerres, J ease�in ue ur�les► res - 9. A!1 aawni lumber to be construction grade DF owept blocking and 1 � 1 bolt heaand to be auto bearing ximonnaila. on wood to bo provided with0 I VA t �. J � y r 'N i , 10. All plywood to be structural 1' with exterior glias lines. i N � _- -- All lumber and plywa od to have the spproprlate, ®rade ,a-ta>Mp en each �N piece. •� I VI ..._.._--. .__ _.—..___. _.----____.._.�_...__._.__ =rte:V�----- _ I ,case� � <=•q��"/', i 11. All gutters and dawnoputs to be not leer than 24 ga• to be removed wfi 1 -j , ere noted LC 1 r I mod condition. 12. ,.Ll aiding, to be 26 gaga galvanized steel to match with eDi'Lat Reuse sidingreemnved from existion building 0. A'.P ,rl4 , rfie�ae�ever• poasiblu. 4477" � IL13, Roofing W be 3 ply fiberg lass roofing mopped on per nfgr. reeves. ,f/bt' oSe-t�+ eotu"ors tig to UBCa cl V e,1N �P,f �,/', I j lb Slectriaat and plumbing work is not in thhs eaatraat. &iuii�t p) i:r't allatilon is not in this oontraet. T. .4 T /.S ov a✓ /Z ✓✓d c 000p ivt's r , , I ,--- E - _ �r �/VIi% /r I // \ %�► / I /` I r•�\ r \ /' ' ! \ ��^ , .._. �7/�'A C.•f1/1 �I� I 1 01 =71 II ---Cod o Ire /Me", 0 ' de I/Air 1 e;, _ _ V I. /f ,rd /'/'ii7'r• l I f F,ALF. Vf .E,x'(S' ? TiY.4/✓sf' 4, / • h I r I `li 5, f Me9V.f 2.eV 's' _ }C/.�'T w N� vi c' .� ,E Wo" r ! ---- -_ lv" /2 4n.S e49 4J E.L(:;PCArdr A91_,' t,57 cod C)Pr 1 frc. 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K troF Y A N DIAGONAL BRAUll"N' ' G MARK NUMBERS OUT TO OLYT C2TEEL Civ r To OUT c3TEEL _ PU 2 L I N 1AA12v- NUMF5E T"25 I Z o ' 0 VArZ I E-5 -L I VE LOAD 20' b,4Y-- 24 fbAY P)AY vA a I E:S 12 0' 0 vA 2 I E S _ ---__ _ _-. _ _ --------------- _._ _ vnr� c5 ; LAS p- p- 'L - 25 _ ,r If 11- AVE E A� E 5T tt.U 7 ES- 7-0 ESlZ 4WIND ` l \ WIND PA �`� O SPAN '_ -- LOA 0 SPA N < LOA a ___-- �. -- _ h UQLI N SIZE 20' NONE XA-28S NONE 20' NONE XA •319 _ _ _..__� __ __ _ _- -- NCJI`JE �viR1c SIZE NIJM4sER . 24. WON E-- X�- 9 -N QN _ - _.G - _X•A vii __ - N --___ r 1 24 NU N 9 WON P- 2 os x2"x �6x ►4 Cil). 30� _XA-210 X.A _ Z 8 1 15 /_ --X �� t X A _ _ P- 4 fo8X2 , , ,XIi x146A. _ p _ 2 2b XA-2$ 3 x1�-22(� ~ I-��. 40' x. A (03 XA S-%S x� _2�3 �.. _ - 3 r>43 - -----, 4o X P 6 84x2x � x 14 ��e. GENERAL NOTES: 5 O X� • Z 8 � x� - 313 X/a - ._--- - --• - _ __ _._._ ..---_ w �O " '83 x� -25o ._ _-_-- . ____ _ _ ___ ._. _ 838X2 X �e � �4 � . I . THE KEY PLAN SHAH BE USED TO SHOW THE EXACT LENGTH AND WIDTH OF THE BUILDING AND `-`�r�.� `� EACH BAY LENGTH. SHOW THE LOCATION AND MARK NUMBERS OF THE DIAGONAL BRACING. X A 2 �,_ -2 3 X/1- q 8 1 i bo' XA- 3 12) X� ~ _♦ 1 1 �X6• � I � w���~� y- -� r�--- ^-• A MINIMUM Of TWO SETS OF DIAGONAL BRACING IS REQUIRE[) IN ALL BUILDINGS. ON LONG _. __._. ___ _.___. _ ___ �__ --.----------- BUILDINGS BRACING SHOULD RE PLACED EVERY FOURTH BAY. BRACING CANNOT BE PLACED ----- n�. r, X/� I N O w` r IN ADJACENT BAYS. THE NUMBER Of SETS OF 9RACING MAY BE REDUCED BY SUBSTITUTING L �1 NONE 1�1 G • XA - 2 8s N ONE EOUIVA!.ENT CROSS SECTIONAL AREA. THE KEY PLAN SHALL BE USED TO LOCATE ACCESSORIES 2 a N ON �. SUCH AS PLASTIC PANELS AND ROOF VE 24 ' N ON E ��- 2 8 9 " O N G 24' �Q 0 �� E �� - � l s I N o N VENTILATORS. 2 ROOFING SHALL BE PA.SCOE FANELS. 2 n 30� X A I U ^ -28�i X/5 _ 2 1 -0 �O 30 � -2 C,>•3 � • s'l� Y�XA " G 5 _- 3. PASCOE PANELS SHALL BE ATTACHED TO THE FRAMING MEMBERS WITH AT 1' - - ' `,J h _7� --- �..— y_ q /�/ �[ /� �( /� IT ON CENTER. 1 ���• F AA v r� I 1^�6• 46 U- 6 3 KAI- ;7 is ' "-' -2(o 4. A BU%D OF PERMANENTLY PLIABLE MASTIC SHALL BE APPLIED TO THE SIDE LAPS OF ALL 4o X -2 �� ^n - 12131 - ( � PANELS. A DOUBLE BEAD SHALL BE APPLIED TO All END LAPS. _ 50, __ v /��/!/� - 2 50 50•__. xA - 28� X/1- ?,l3 ?&7 tl V n _2-� U' - /�� • 2��- , 5. All LIGHT GAGE STEEL SF{All BE FABRICATED FROM, SC !� TEEL Or, ORMING TO THE CHEMISTRY !� /� ^ REQUIREMENTS OF THE A.S.T.M. SPECIE ICA T!OrJ A-3-5 N!TH A Mil-IMUM GUARANTEED YIELD r N o- 2 8 I uX4 . lz 810 X /5_ ", E3 ) (00 xN- 3I ,�j X6 -� Is X k `� J STRESS OF 50,000 POUNDS PER SQUARE Ir1CH. A©• " ONE �w ' r+ �� Q w ' 6. USE S-"CLIPS TO ATTACH PURLINS TO FRAMES UNLESS OTHERWISE NOTED, ONE O, WON E U- 1289 NONE- ------ __ _ _ �!_�_.___ 7, EAVE STRUTS SHALL BE 8-1/4 x 5-1/4x 4 14 GA. HIGH tF.NSiLE. _ - - - __ - - ... r --- IV N Ir ._ _ '• g NON *u ` 24 NINE �(/� -2$ � N �N � 4 , . 8. A STANDARD ROD SHOE WITH FIAT WASHER SHAD-1 BE INSTALLED AT EACH END OF DIAGONAL I r r. 71"NBRACING25 3Q. 7t (�- 0�C/�-2I c� Xb- 283 M-21 DX�- 5 9. ALL DIAGONAL RODS SHALL BE FABRICATED FROM STEEL CONFORMING TO REQUIREMENTS OF I„.Q1_.�. wO• /� _ 2 G 3 I X/s - s i jam �( J�,./� 0 A.S.T M. A-36. All DIAGONAL CABLE SHAT I BE FABRICATED FROM 1 x 7 GALVANIZED WIRE �' xia 18-6 '�i �J /� •7 ••� x ~+' r _ �/ ROPE, EXTRA HIGH 5TRENGTH GRADE EQUAL TO U.5•S. AMERSTRAND. A ^^ /A� G•� 4 _ 5 a X� " ` � X/J" ��'y 10. FOR All CONNECTIONS AND MISCELLANEOUS DETAILS, SEE PASCOE. S-5 DRAWING! 50% xQ- 250 X,6- '28 � XA425 .: X1�- S , ;_ ._____ _--_-____ _.._____..________.-_ ________.__ ____ �►o, x� 31 - �� _313 X�-� t ..�' �o u - 281 X4. 28 3 AA-18 , _ .�_ �r ._ _ _._ _. _._ ..__..___.-._ _ _ qui _..�_ __._• L)SE DP.AWINC FOR 20 THRtJ 60 SPAN 25 AND 30 PSF LIVE I OAD DATE NO. REVISION S 1 O N SY CK•D DATE 'CHIS OO• CONSISTS O DWG. NO. THE FOLLOWING QRW4iS. - ROOF FRAMING PLAN F-1 Sw4 OR AWN ROOF SLOPE PpOFESsr6\ - - ---- Q 11 - _ SPAN N 0. CMCK � $. LIVE LOAD L85. WIND METAL OUILEIING MANUFACTURERS ASSOCIATION R COLUMBUS, GEORGIA POiMONA, CALIFORNIA THIS DRAWING IS NOT TO SCALE UNLESS ropygM 1>tY2 APPROVEDoli OTHERWISE NOTED. DIMENSIONS ruVERN. DO NOT SCALE. • � I Iillliliiliaillliill � I , ii � � � � � ,a � illiil1 � i11111i1iif � lil .. ►; 11 ) 111 ! III 11111111If111i � i 111 iIIIII III III 111 III I � I ifI III I 1 I I I �. , I I l � I .1.:1 I I I 111 ( I - ,. I l l l l f l ( I I � I �.•. � � -� NOTE : IF THIS I CPOFILMED H M DRAWING IS LESS CLEAR THAN THIS NOTICE , IT TS DUF To THE QUAL_ TTY Off. THE OPT-TNAI. —T luf k -EMIV. M',,A SOVV, bCoik ----------- GS - XN$7K,�;'LJIL) 04147V, 71 Z-;L V 4111 L- ) 1.5 � �xE I .____ __.__. . .- _ I ___�_..�.__ I ,...w-----�-� � -� a � ` k.�C1:,T�tiG �.�1=`r=1�� �x ""����, �T��ca>,;, F31.nc� ` 00 • -N EC?p URDWY VA�A( lllvw� -AM TtlAlMi :z X til L9 (3 0� . I u A-117A 1� ..fig ssncrcrf # liwuad MOM do AM N0110flulsNoo Hod GaAMICIV *1jaq. artia unna luixtI,v,,I 11JUG 'Micirl,'fla, q *,Lda(i Smom DTT.:11j Aq i1claG 10f1.,,11.,:VrIc1 linuad ONIGUnq do UNVOSSI OLL Hol HJ aasuouNz ag 1�flw SaDvas aly A\r M.A L J AM— alum" DRAWING IS LESS CLEAR THAN IF THIS MICROFILMED 71. �1 NOTE: (____ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �iii £IIIIIII�IZiililii8iiZliiililiLiZliiiliillZliilliiYiiZ-ll^lililllZlii�liiiiZii�iliiiiZ�ii�l�iiiiZiiiillii� Zil DRAWING. iil�i8iilr -tit L-, i�l�iiil�, lw 1 411IWI fl11111 1'1�Ml III IIIiili�i �! ►��I►�► �� i��i��li�,�i���.►����li��� ��i���►�►I� ��li�►�I���►i���� ���i � ►I i�ilii� -�►9i fie J UNE 25 1. 990 Gry '�= S ; 44 4; 3,4 ;q �� 4 i< 414 414 E4 S4 (� !IVB. IPo I �``1 ----""""` __`.' S--I CLIP C '37e x __-_-------- ------ (i 8) %iX Ill b. h I-TE N C9XT C- I N 44 134 x 13a x 10 G A 24"`" PS0 T CIQCLE x 0'- 11',z L6.— POR!I 6-1 CLIP W/ . �_-�.4_ ((i)'g0Xl� Lb. FIiI-TEN BOLTS IN ' • , N M. !►oLT PANEL LIN __r__._.__ IN 20"10 eoLly PWIZLIN - y --- - - _ J ' lw ,/� 1¢M. �LT �e0 - 2 of L.r► 0 � . , � .� , 1>t *ivt. i,�0 l T - 1 � r c: P IJ(Z IN) O R GIRT rr t M SUL I G� �T dtt s�ua.�llw I �.�. 5-4 CLIP E S' �c 1• L6. 1 A.WlTi4 IOPI►M RAFTER ,�` - FLANGE- STAY co -�,. 131 x 138xIOGb • z •Ac-i4 uP OR COL • 11 K 1 I X I S (&A. R/`_FT�R � X 1=7't LG. 3 RAFTEt2 1 z ,u. a�oL1 fro, I ® b ° ------ FLA NCE STAY D TYPI C�AL PURLIN CONNECTIONS PANE. LINE -`? ���� g t�I�NGE RrEIttiFO�RCtM W t � �— CUT If WiP N!�Af� FLA 6 � � r , 12 lip-It FLANGE ICEIN�2CEMEWT 11J �' C U T 4 CN 1 P FAQ F l A N C7;.. ,� r1!07 - _ �o 8 .I.Wi7H COPPirt 2 ____ -__.._----�"- � ., E.L. : f:.� rt/IED GACk UP Q W __- QP,N 0.l O R s 11 y _.._ --- _ - I RI OCIE PANEL 4 2-4 4 4 - ----- i. e CLE/SQ INSIDE C1 , 4 EAVE DETAIL ___ _ - - __----- low 3 �i'ilrZT s-t CLIP �� I; r i ex 4x 8 • X106,A. xO'-Illj Lis. `- cj-(0 W I� COL UMW S-1 j S.A. V t `` rte- F's-5 V IAG� BRAC I NCS N• !� SYA�I. AOT. •r FSH-4- % 4 - 0 IJ -rE. J 4 V 1a l '=4'A1. *OLTS I" LV. I tZT (z I E-A V E- ) = a YPICAL GIR T COECTION NN • W N0 --- ---_ _ 5 L 12 F a v L FS 6 V 14' E VJ E --<Sl►.wl'TH 10PPEle •T Imo• F_A v E.. 21 ' v v ,r b�C►c yr � � � � E. A E PANEL LINE —'r _ . N .� D1A .�i . �RAClN1� f' ---- S-21 L 31? W 234 x G GA . x ` y l `��ry 15 Hca,! THQUST ANC*1¢ _ 124 Ni-TEN 6OLT5 Ito f Lb- G-•3>r3 x O.1?9 )c ` bhSE It 8x x 814" CB- 5 (Z) 1 f ANIN.IWOS 1''2 Lb. - _4pI GENERAL NOTES: RIGID FRAMES " PQOa. #z'.1 •ey A llb - 4 1 . ALL STRUCTURAL STEEL SHAD- CONFORM TO THE CHEMISTRY REQUIREMENTS OF THE AMERICAN ',OCIETti' 49 "-O CENTER 'TO CENTER OF ANCHOR BOLTS FOR TESTING AMD MATERIALS SPECIFICATION A-529 WITH A MINIMUM GUARANTEED YIELD STRESS Cr 42,000 POUNDS PER SQUARE INCH. LASE DETAIL , � C O OUT TO OUT OF t3U s LO I N<� 2. ALL AUTOMATIC WELDING SHALL BE DONE BY THE �y SHIELDED APC PROCESS. WELDING SHALL HE DONE BY LIVE LOAo 4 DEAD LOAD DLTLIVE LOAO QUALIFIED WELDERS USING THE PROPER ELECTRODES •- -- FOR THE TYPE OF WELD BEING PERFORMED. --.._"—,-,_---------. ,rC ISL 1 J N'.�J (� F T E iZ 1 1 Z'� 1 O _ t 2 t 4 3. HIGH TENSILE BOLTS WITH HEAVY SEMI-FINISHED eer...ass�r ��"��°".s"®""'�"""�"""�n°'seo�s� n)'4 '4 sR - I HEXAGON HEADS, HEAVY SEMI-FINISHED HEX. GON E VE MA , NUMbEP. PLATI,. SIZE;. _ _ F J•�IT SIZE CENTE2 4 - � 5 x .'� NUTS AND WASHERS ShOLL CONFORM TO THE Z PLATE SITE MA�r� . 1N m? WGIGWl NUM�9Efl PI.QN6E WES- �VF�•„''�� �'°�.I� � - •" � T f� B�C�..�S � LCA. REQUIREMENT_ ClF .:,.T.M. A 325. _ CE1J Eft 't�J�E v���� FLAN C� _ W "' 4. BOLTF SHALL BE INSTALLED WITH HARDENED WASHER UNDER THE f t � i -91-z ocF,- 501 4 A ���•�(.•1'3-i C)-Ho4. IZFF-I-�C SOL c��i ta4- 4-114 o,• O7� Q - 115 5 S THE ELEMENT TURNED r IN TIOR GHTENING LT HEAD, WHICHEVER 544 -y,,. 1-70p V V� y I - Ir ttF�-4v 91 1 1i SPW- . �- 13 9z C-F- 4ro(40 _� 4x. s'�4 Q • 13� 4 , � _ p . 13 1 1 - _ rua.- SO l 4 X• 17 7 �" ' 1 04 X • 17°� 24 uI-TEN It S X 1SQ �• HIGH TENSILE BOLTS SFW LI BE TIGHTEN.C� ONE FULL I FN-40 A TURN BEYOND FINGER TIGHT, OR IF IMPACT �� • IZ '�01(o G�14 �(. 20 0. • 1 :_ 4 -5 �t' . -1� C I(d L�.3q �C • I-T� 0 • 1 3S &OUSE IZ LC7. 1J X I '#L 4 WRENCHES ARE USED, ONE HALJ- TURN BEYOND FT. ' t ,,,. r G. ��I/� ��/ A ���^^�� ^ A �r•� ; - �.` / QF(. �s0 L ; --- -- r N-S•i$ F•S POUNDS PER BOLT EFORII/'1'BE ADIAMETER BOLTS, 355FT �•• (, VE /,D WIND D LOAD DEAD LOAD � �• f)! c-F- 40x21 P 1514- x .1 o .13� rrFF1-4c L{.-��•_•x �'� �- 1(oT 5 4 �(• 945 Com/• i�� POUNDS FOR 3/4" BOLTS, 570 FT. POUNDS FOR 7/8" [E����i Y E. DEAD L,OA�� - — -- I� � BOLTS, AND 850 FT. POUNDS FOR 1" BOLTS. r,�.»IGWT -��� `wr� C� � b. ALL DIAONAI RODS SMALL 8E FABRICATED FROM STFEI -- 1. �� v '� i 1 ^ RFM-50C //te�l ,,..��� , �•� G! �� ' ;� O", CONFORMING TO THE REQUIREMENT OF A.5,T m A-36. �, �\ - ' " r� - � 1'l c �4 X-. Oma4 -50i, �L�°4 X •Zc.�0 Q 7 ! 7 4" I• I�� +- _ ALL DIAGONAL CABLE SHALL BE FABRICATED FRCW 1 x 7 i I . cry • �— 1 • I . c� . I 3GALVANIZED WIRE ROPE, EXTRA 2 �,.F• 501 G �►y;�, s? �• 1104 ¢FH-'� �C 34 .� I C 45PT - QUAL TO U S.S. AM RSTR.VIND HIGH STRENGTH GRADE a C .._ ./RFC.50 �( d . 1 5 4 ac. -0l ��• 3 .� (2�(04'041 JE N - _- �`d t 1 - .. _ _r ___._ _____-__ ___ 5 • :7�'t �- 01toc r� �} .Z� (j. �3 � -r�O C � I• I Q . ��� / �i �. � ��• « � �1 �}� I BOUT5 Lal 7. FOR ALL CONNECTIONS AND MISCELLANEOUS DETAILS, � � � • G,, � �� . � � • � � . � ,i .� 3 . C, - _ _ SEE PASCOE 5-5 DRAWINGS. 20`©' I;�- SCy �� 5 -`C11�1 C' A ! C'• I ?07 5 x • 144 0. V5 �+ SPLICE D �' FC�RNW PLANT FABRICATION BY LCOS ANGELES L TTY •J Cl Y f14 Q• I R1=150 O 4 Y � 8 AL1 /�LILrlLEACTI C�N'3 ARE, �°"""�' LICENCED FABRI:ATC�R NO 71 AND ICBO APPROVED E OIZ 24 SAY ANO AIZE IN W.IPS—FOQ 2Q eMY AAULTIPLY RFUTIONS FAY SS FABRICATOR NO FA216. .wao• ww..,..u■ .. • I DATE NO. " IRY 1 S i O N BY CWID DATE T14is JOe CONSI=TS OF Dolt®. NO. ----- - - THIL FOLLOWING DRWQS. 0 _ APRIL. 11 1970 RIGID FRAME SECTION �- nal 2 -aAwN _ -- �� 1 TQ*) 12 ROOF SLOPE S-1 sl W.®•M 3 _ 4 50SPAN :NECKED -'~"—`--- LIVE 2S LBS �r . LLOAD 15 ISS. WIND LOAF � � 4 , _-----_ - jos Na. METAL IYIIOINi MANYFACTN1I11118 ASSOC IATINN D. R . _ G,,,,,,,�,,�,u 5 _ ---_-___- _ F COL�/MA�IlS, (/FORD/A POMOHA, CALIFORNIA THIS DRAWING IS NOT TO SCALE UNLESS rr - Appot DVEQ OTHERWISE NOTED. _ _- 6 G DIMENSIONS GOVERN. 00 NOT SCALE. •�1�� 1� __'" ��� '`' �" -` �MI11�rr..r. t _. .,rte.. . '�. �� swx�yt4•a �r .,,:_ :_ ___.,.. _ ' -.y I i � I � � � il � � � � � � � � � ii � � i � iiiililiii � iilli � li � iliiliiii � � iiil � iliiliiliili � liil � iiii ► iiiii � ii � � i � � iiii � liii � � iiiiili � � I � � Ill ill 111 lli i � ` III � III III 4 I I I _. i I I NOTE : IF THIS MICROFILMED . `� I 5 �►, DRAWING IS LESS CLEAR THAN THI^ NOTICE , IT IS DUE TC _ --- - THE QUALITY OF THE ORIGTNAL 1 - ONS QOOQ STRUT pSS `n�/OSA FCX ONI.Y aLE SLIDE C3 S I DIE FIIELP o-9'2 I Lot�TE •. 9!E ONLY �►Id G � ° Q�IL I � COi� k7l ow - (0*LEAF CT-(a '-' YC �, S+�•62 M WIPIR N N Suri DOOR TYP1i '; pC-® B"LEAF DT�d ..., � ►y T-4-0)UfT � � ' I �R• 1(r'SAIIE 1 " I ..' -- -- / ( tf► to N D O - ---- W W > Z > , =1 -� =, oFH - 10 0 0 � o C -I > Z > Z c ►� S R• l EA11 Q O 31 — _ � C � � �3 � 0 I0 LF� F-- -�T• 10 w a w a N Q N a rZT G11Q�T u'7� '� u'7 �.. z U 1 C a �, .r -+ -� - - - -- - - _ -- — I > , - pew ��. - 01 0 res/! 6' .0 4% C In c `� W 'u61 H- O 40 Z N I ► _ a .� _ FULL LEW GT H Ir 2 4 r I WALL PANEL � _ � /D I b 6 , Q�CING � 4 U , A 8 _ PsAr.E _ F 1 I I -ANGLE—_ , L -- N S N FL001Z - 10' OPENING F0•• I0 10-0 5LI0IN6 0002 SO- Ic� PANEL LENGTWS ANO G11ZT LOCATION SIDEWALL WIND MACING AC'S 11 " OPEN 1 NG FC7-I2 12= 0 SLIVIN6 OOOrl GIST hll Al2k NUM �_ --- - _ E)E 12 S — MAQ14 1C t°J U AA b E 2 S N Y WIN© �_o 0 BASE ��'-I� __ __.In.0__ __ _ 1�' OPEN1NC�i- FO- 1lo-- 5 --� BAY EAVE WIND LOADS e �-a SLIDING DDDR so- Ifs 51Z E _ ANGLE SETS 15 LP�S. 201 5. 25 L09 /18►- 1�� 15�C7 SJZE NEIGNT 15 LeS. 20LtbS. 25 LeS, REc�'O. ?O' OPENING 0 20- 0 SLIDING 000rZ CO- 20 5 G-5 G-5 G-6 vsA-5 L - 12 ' XA-233 XA-233 XA -233 2 A4 114. �®` ' FRAMED OPENING G°` SLIDING 00orl •- Q ?o" _ X�1-243 XA-243 XB-1243 2 MIN, 10 G•10 G-lo 6.10 im-10 L ! x-24 24 .0 ! �' xa-254 x�-Z5a xe� -�5a M I►J. ( F�O) DD —_ _.., _ --- - WATCW Fn2. OV ZWEAC) CLEA12,%CE INc�1GE MIN INIUM �1.E1�RANCE OF 1=G FROM OF `ULuMN C15 16 - Ir* 6-15 G-15 SA-s?/gA_ I0 d 1�✓ 21 x�•2eb xc- 28Q xc- 2af� 2 N► Irv. ,(2�De) BUILDING F01Z rZOL� UP 6ND OVE2uEAD MU5T 5E nnnlNTMNED. FO1'Z CLO5E� SIPE AND E.NDINALLS 121 XA - 20 XA- 20 x8.26° 2 MIN. DOOrZ . WATC�4 F-OIZ INT �FEIZENC OF r"- 2S WIT 20 6•20 G-?oC G•2ao �.�-Loa/��-1�� 14' xe • 279 XA. 27 x -� MIN. FUMED D OPENI N C, MAY NOT ebE PLACES ACCE�SOQIES I N �� � E n � . � 24,' - 9 � `T9 2 IN ENDWIILLS CI= 20' 02 24 ' SPAN � �ENT � Y rL24 G-24 G-24 C 644 o BA•129/015-12 3 S � Forz OPEN 510E tNO ENVWAL.La.� I �o XA'Q8� �8-2�9 X�- ?89 2 MIN. gUILnINC�S WITI-� CO? U/1/tN � �AN1 �NDF2�/'�1E5. D�ZS ON BUIL f. CS wlTe-� LANoPIES WILL gE Envy NEIGqT LESS _ 4 21 ' xPD-310 xe• 316 xc. S140 2 MIN. 3= o 3 ' 0 CD � � 1 CD CD r I CD0 o o • c5SD_2 4' o 5 0 Nv II ....oZ 3068 t,C?02 I;a TUICI4 o(.FA DOOR ITNICIC W _ _ 1 �S-3 S -4 � I S O O • • - SLIDING • - WIDOWS. 0 I MINIMUM CLEARANCE ROM 4 COLUMN TO wINQow is 06- MNoOVv AWAY OE. LOCATED AT I!OINCI?EMGNTS FROM TWIS 4TAR7ING POINT, 3070 0L)0rZ I TQ I C. (a070 v 1 '44 '11u1C14 i � e NEED I�O`�2 � GENERAL NOTES. C —_-__. 1 . THE KEY PLAN SHALL BE USED TO DESIGNATE THE ACCESSORIES FOR EACH BAY. THE DESIGNATION TO DE c_;I GN ATE ppOr4 IS LISTED UNDER EACH ACCESSORY. THE KEY PLAN IN +qtr Y rL A N ;, 5 P E C I F Y ; WILL ALSO SHOW THE EXACT LENGTH AND WIDTH OF THE BUILDING AND EACH BAY LENGTH, RIGHT HANQ '- "' R A�,) SwOW N 1 SIDING SHALL BE _ PASCOE PANELS. LEFT HANG + - - L 3. PASCOE PANELS SHALL BE ATTACHED TO THE FLUSH PAIAML-' ! F FRAMING MEMBERS WITH PASCOLOK BOLTS AT GLASS PANEL - 0� 0 1'0 ON CENTER. 1 EVAMPLE -----Hp IG1Z I a ALL FROM STEEL CONFORMING STEELGHT GAGE CONFO MINGHSHALL FABRICATED BE TO EREQUIREMENTSOF THE A.;.T.M. SPECIFICATION A-375 WITH.A MINIMUM YIEID STRESS OF 50,000 POUNDS PER SQUARE INCH, c-' GIRT SI .. E 7 OR A.S.T M. SPECIFICATION A-275, GRADE D, WITH _ A MINIMUM YIELD 5fRE5S OF 40,000 POUNDS PER MQ Q IG S 7 E SGUARE INCH. /� t S BASE ANGLES SNAIL BF. PREFORMED 18 GA. ANGLES, CDG-5, 10 - 15 8R X 158X 8 X IG rA 6 ALL DIAGOt AI. RODS SHALL BE FABRICATED FROM STEEL II CONFORMING TO REC01REMENT5 OF A,S.T.M, A-36. G- 20 64 x2 X34 x 1(o UA • ALL DIAGONAL. CABLE SHALL BE FABRICATED FROM 1 . 7 GA[VANIZED WIRE ROPE, FXTKA ,iIGH STRENGTH GRADF 1 _ sa fa EQ AI TO'-.S S. AME RST RA ND. 61 - 20::: g. x ex gx14C,A. I - I / - L I - I �_ 20 c 814 x ( 8 X 58 X I �6 A. 7 SAG R005 SHALL BE ' 2" DIAMETER. b HINGED DOORS SHALL BE OPENABLE FROM !NSIDE G - 201) LO n n) , 34 WITHOUT THE USE OF A KEY OR SPECIAL k'NOWLEDGE. 1 , Q x x 4 x a ^ o FIELD CUT PANELS FOP, ALL ACCESSORIES. 0(-)T TC.7 C:�U t 5 T iw E � C --_ __ -_-__- �— ' ---------- ___ - MINIMUM YIELD -� �4 84058 x g X 14 6A• 10. FOR ALL CONNECTIONS AND MISCELLANEOUS ~• �. _-- GTQ? E >5 A0I � - --1� DETAILS SEE PASCOE S-5 DRAWINGS. IC E Y F L ��, N � �-�.. '"� 6-24 C 4 x 2 )( 7a x 14 6A. 1�10TE : THIS C�RAwING! t_t�+V► ITEo, TO o " ` r , ' SQUAB? E INCH 24 © t3 4x2 4 x 16x12G 1 s n j M6Y. .,� USE DRAWING FOR 20 THRU 60 SPAN DATE NO. — — A! [ V Is 1 ON _ ev' CK'O DATE THIS JOB CONSISTS OF Dwa. NO. APrZIL 1 , 1970 SIDEWALL & ENDWALL THE FOLLOWING Off!WQS. DRAWN `- ", +� �A Salt _. _ 1, 3 FRAMING PLAN S-1 all _ EAVE HEIGHT SPAN CHECKED 9 9cm0p MA41 7cy/v Io; \\�"!'Q° _ 14 `_____.__.____- -- -_ -- LIS. LIVE LOAD LBS. WIND LOAD _ _._ _. p ION - -- - — -- - - r�. COL UMBOS, GEORGIA POMONA, CALIFORNIA I~' S Asrl�avEo THIS DRAWING IS NOT TO SCALE UNLESS - — 6 QSL OTHERWISE NOTED. _. - DIMENSIONS GOVERN. DO NOT SCALE. IArs• � -•"sok-�"'«..' - '� y,,.�u_.,,,, � „ _ � _. ,dY �� �. r C — n yh :� rau.r�.r.�,,r�'.,,E.wvalliY•e�` III Ii1 : II III I � I III III III III III III 1II I � i I � I I � I I � I � III III � II � III IIS III i ! I i i III I � � ii � i iii iii III .SII i i-Ti i i I � � I iii i„�i � � i � l � � II � � I � I III I � � II � I III I I i I I - �.11�1►�I�1h11AIIww NDTE .. 1 �1 I IF THIS MICROFILMED �� _� 1 � DRAWIN(, IS LESS CLEAR THAN — __ — -__1_�_ THIS NOTICE , IT IS DUE TO THE QU AL_ I T Y OF THE OR T T NA!_ --- - -- - -- - - I ` I'�t1C:ur.A r.JI,y' VrN L- footings Under r.nid framtL; '.f *tool building are L� -e td"en d ,..n 12" minimum into urigiral buil inut fill materiali or to •olio denrin, In nu tape shall the battoer of tne�.e fuoting6 on .less than 18" bo,�vw exteriat famish -Irads. 1•axLmum gross soil bearin.; press-,re - 1500 psf, } 2. Design luadsr Roof snow load - 25 Last . I 1 wind load - 1 g ;,s f. V `seismic loch • t_bC Seismic Zune 2. Craha load . IU ton live load W Y ►I j. Loncrste .trongth uf- footij90, floor slab, pits, I-tc. Tu be e 2517110 psi at 28 days with 5 seeks cement min per ai'Isic• yeWd. n a . Rstnforc i I,g ,tee l tt, be Abi'M A--615 uratic 46, entailed. facricated. and pine ec; kir ACI &tiecrficatiumb. Rai+,forcir-U steel is not to be installed lees then 3" c tear of shrth fog footings nor loss '� ' - - `- _ --"` ---- -- -- - -•- _ �__ __-._.r __ -._,_ than 2" cleat of forma for Ovalle. NI 416ee11aneuUeeto81 to es aoeJ6 steel, detailed and fabricated ' ! I - - --.-- '- I 1 pr_r A15C :.aeeaficatlon5. I I I I -1 I 6. Sawn l,.moer for 0 I ,l a rem.r r Cj to stanit,,r,j .ire: ,Zt.tri I/Oe1llas I I fir. Sill pletet tL, :it ;ers. rr " redtrJ ,lnr: eec,Ared to floor �I Ex/6 T. OFA Cts 57; 5TORO Gt LUGS. r. I with Rarasst fAil; fa ;te:r•ec% at ,'G" u/e, qI i 7. 5tsel building design en,, fabritatrun pr:forrrecl 'y "'e,ser,e ';trel SEWER L/,VC HVCRAN7 Corp. of Pomgns. Calif. Sre attached arrwingti cry I aseuea :ica.i; f .cd_- - _. - • , .--_- - .. • .__. . I SPRiNh LER WATER LANF-- design of stall suoeretructure. 4LNtRAi. NCTL5 1 I � ! r`I ,j.idinr to have fire k Owner. 1 itv sprinklers, ay II VALVE N04)5E I ' +I 1 ��. t leetricel wnrk ny l,•Nret. iE g r) i ES.�IC. h Plumbing ancluooe rough-in pAlrtl y i -.aterloet, l laVat2Ly. inti oM 1 hot Neter hNater, Z 1 7. F_ X ! ST. FOL/NORV e DG. M I 1 ^ 1 Q7 .7N V vl I Q ! I � � a �` ✓Sr 2, 6 STtiOS ON ru,$L. WALL _� I r i 'F .^/ECC.,5ARV FDR $TA :A � ti L 1/2 5;R WALLS ' i ....•. ..,,_,�, O IAt T ROUC N iN LAV. I N W r';UV FOR ELEC7 AI.W. H. 2. o CE/L ✓$7- • /(e' TVG + BLOCK ENu e K IRRL+C•. o ¢ i r r � 4 I t I 1 i NOTr R'%rr. �E !L . Ar .9' OFFICE j! I `�t ," CE.L CA�'E ♦ A,ti'" ASSUMED VE'R! FV EXACT LOCA 7101V OF RLDC•. W1,'OWNER. • ALL SPACES KIST BE PXDORSED PRIOR TO N ISSUANCE OF BUILDING PERMIT CITY OF %' P L v �-. . VE rr ff �. s ,,, �� L � .� 5NUG' +.'F' ;NLY �I �Vf ti TA DEL;LI d PAIN" ED / PLARNING DEPT. 2 -/-? / W \' E L'y to PU L-C '"ORKS DEPT. G- _ By bat BLDG• L/N E BUILDI1iG DEPT. to :� 7/ -- ------ TUA`,ATTI1 'RUVAL ------- - FIFE 111sP'P. _ _ ..Date `c APPROVED FOR CO'TSTRUCTION t G•l% r L/NE CITY OF TIGARD Pr Ty OFF � � FLOOR PLAN /!,f 4Cf! iNE SHOP AOR WE ERN FOUNDRY CGI, A L� REG , tip j SITE PLAN N07-E � MON _ .JN RUN E LL �_.� P`�R- !_A N ORE G N • P, VrP _. � ."ill r'- '^,t. "'.'pfAd..s,... J✓"'""�«a r '��, _. . �,,,, .........,...,....-........mow•- , µ III III III III III III NOTE: I F THIS MICROFILMED -11 ILII Illll III III-r I Jill III III III III III i }I�� III 1111111 III III III I I Ili III III I I I III I�I I�I�I�iltll 11111 I III III 1111111 III ill II I I ., ' . �"'" .,._ - " •-..� ` MED L__I L��yp. -- - n �--I I I � —_-� —I- -�I 1 1�� • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUA'.ITY OF THE ORIGINAL DRAWING. iit3l,iliiiiliiiiliiu i�iili iiiili :� uu�iiluli iiiil�ui iliili� `i�Jll imlllll iililiiii iliililii iiiilliii�i�liiiii iililiuliiiilll llil iiiiliiii 11,1111111 iIJ1;J1130 JUNE 2 _ W 1.• '4 1 I ----- /ZZ 5'� D✓T TO OUT t7F CONCn'E 1rE FLppR___­___­ 04'. _ -- - -... ._ _ —__-__-_—_.._ 04. 0" FU77 BL Dv. EXP. /St5—•Gx ----- 96 - Z OUT TO OUT OF 57-EE L 2¢ - ---- ' 21 4 - - - -- - -- Z4 p 10 - T I I I 7 N� • •, NOTCH I { — •4 BAR I II Q 1 2 � .0 s 9' G I I I 5 w r Ito'- D zli PIT a DET. 10 I b r- SLAB Wi (o)o /a0 W. w. 41. i .SET: Z h III OR FJr. BLDG aDON. `_� I I I � It WIND CUL . O (NON 6KG. FDR VERT. LDS. ) � II � J ° 1 J t)• I i Z i w --- Z _ Z Q I O `G� ! Li I I H I W zi p O IV C. SLAB Wf b. � /off/v w W.M. O I tiI C� I Z I OVER 2 SAND BED � f` 11 io _ I FIN. FLOOR GRADE BY OWNER. I p ! O V II LAP SPLICE OF z� MIN. --- _ ��— I NOTE ' - ! I LAP SPLICE OF 24 MIN. - ! 4{ VEF ,Fv ALL DOOR OpNvS. W/GAS�DE i O m STEEL DRWGS. FOR SIZE I LOCATION. N 'i'E : ALI. MACHINE BASES TO BE /Z' TN/CK ' wl,v D CDL• W1 A LA / EP O F (o • !o - IO i O W.M.M. TOP � I I 1 'BOTrOM UNLE .rS NOTED OTNERW',.5E. MAC14. NO. INDICATED AS II . OWNE4 TO LOCATE MACH, BASES PITS, I � 1 li ISA•• W � I I f s IMBEDDED L I FORM / t • / �ti NDTCN �-- I I S N ( I IN STEEL BOR SIDiNC 8 1 f � I A G ! t FNQN. PLAN • '%4 OFFICE >< TOILET Rh f. I I � . TNIS CORNER OF 8L:'_ I NI "4 NA/Rl`!N TIE 90• To , Q I / 3= ,' /4 U' ir.5 - SEE SNT: l I • I � rLOVR ED% F. E;JU IAALLS ONLY. � , \ I -- \ I I HAIRPIN TIE (TVF.' NOS-. '-HESE TIES ARE NOT \ I ! � I �Tf • I \�- TO 8E GUT, DIS PLACE O, OR ALTERED FOR ANY REASON. ' +_ J f - - -- 1 L I I I I �• - W,-' 8 " S BARS '.W. ( r-�o } lO 9� TVP. Z 2 . „NCBt. 4.:ONr ' 4 ` _ 2 s., i!o 7�, VERIFY I . L� SEE. PA COE S7EEL DR;4v. Z . e L w ✓s A.& � Z A� �.Je . _ r ARUuvr IDERJM, 0r PIT U'tC/./ SI..F_ r DETAIL_ ! (AS _SHOWN ON L. PLAN) " 5 'r E /h TO SL!' L- , i -- /Z • !c" 8 B /7 ESNs. hI00k "I r DET. I O --- I `- ON r+OLkf -S ;N t4ALL I' 'a" EA. END a �. T,�• �--A�-- �' g /2 r+-0 L,c�. F 1' 1 /Z l2 CONC. PJER - _ --- - . :I V AFS w H `5 BAF: F. I _� W/ ¢Tr • 5 Cvw'E: f "4 e�A F �,n _. g I I n E T 5 r A- 6 Iu ;� W,w.:�l. 3� < Lbs za - coRlvtRS DET. cFEnSE ONE END ! rI - Ii I •4 VfN`�' 12"' 4 - t `. .[ __ _ J ' I • • I " 4 _ 9A4_ c 7 N07C.f1 •9 I - _ . �=?r ' `'� ! I DET. `��><p M A C N - i 5 A _ K x 4-1 WESTERN S T E R N F�� ------- �` i --- �-' U N D R Y Co. '+'. a Ff,_ ,c' Fp L':1f. r� - V I tRSE�D. s eAk HK. RE4., �J ..:e t ! • J DET. [_`�. - — - - i' 9" Fd ENC �- -t 'IRf',t�y I I CONST �J7 r 0 3 r _ µ J ��'► - FOUNLA DE7' 3 4 6 8-- 7 �` ��`` FO J C'A ��10N �_ n0R FLAI'� DE T. _ .� - DET. - - --- �. NATE DE- TAIi. � •i:,b re' i U"" U N. ^. DE7• r MONSJN POWELL CO. ENcas 1 CON _TRS \1 /- Z9- 71 POP TLANC ORE,=ON , ._,.:,. "'�'w_-•.',:r 'n,:. �" �;»�WN���. ._.,.��.+Jw.._. _ A 9 .A.y;-.- ✓ � +fC" � •n „ • mw w .�. r 1 ' III III III III III III I I I I I I I I III III`r I III III III III III III I I I I I III III I I I I I III III I I I I I I III III III I I IIII I`I III �J:. III i��l l I III III I I I I I I I III III I I;III ., .,.:. .> : _. .._ . �-.. °��"r ••.�.... --ro MOTE: IF TI•Ils MICROFILMED DRAMIf(; IS LESS CLEAR TITAN MIS NOTI(:E, IT IS DUE M Tf AW QUALITY OF TFC ORIGINAL L L QL L L T a a l i I l �i +�i �i �iAll- 3OY46 �i�8 9 I JL fid► S ;, T!.� IIII 11116111 IIIIIIII'I'II"IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII Illilllll 11116111 IIIIIIIII IIIIIIIII):r,"Ililu I�IIIIIII►I' IIIIIIIIIIIII►III IIII!IIIIIIIIIIIIi{IIIIIIIIIIIIII 111111 IIIIIIIIIIIIIIIIIII IIIIIIIIiII►►I�III� � - JUNE2 5 r' , 1990